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83-1890 - Proposed Conditions4/c pF chq Sk </CFA,S /� \ , \, 11 A/ o of F #36 ^'iV� p b i 1 'oSe � ��,_-----h 1\ \ 'r ¢�� / / �� MATERIAL TO BE USED FOR BEACH NOURISHMENT ✓F CHANNEL 151050±S.F. #3 DREDGE DEPTH TO -4.0 MLW=1 25JCY- 450CY PAY DEPTH TO -5.0 MLW= \ pRFp�Nh�NN�- TOTAL DREDGE VOL.=1,700 N/F EXISTING CHANNEL \�\; �� \\�• ,� ROBERT 0 NEIL ASSESSORS MAP 14 50' WIDE LIC. #362` ? PARCEL 47 EXISTING JETTY EXISTING JETTY i i \� �� g-2 \ �� #51 COVE ROAD N/F FRANCIS NEYLON 0 ................ ......................... ,............................................................................... ................... .... 0 </CF �� ` _ ASSESSORS MAP 14 J NSF ` `�\ . \ — PARCEL 46 .......... _ # 3 C ROAD ...... ................. 4 COVE 1 qp EXISTING CHANNEL A ' i 4 ................................................................................................................................... - �\ oRp \ ....... \ PROPOSED DREDGE �, \I'�� ��• _ tic q�O ..... ..... :.. .. PROPOSED OVERDIG / o Q W 5€..............................................................................'...`............................................................................... -5 �N Q PROP. DREDGING /0 v" �`` �.\ \ B •\ \ �� 0 0 C �40' WIDE SECTION AA ` \ \ \� SCALE: 1"=20' HORIZONTAL 1 to=2 VERTICAL N/F p� DAVID & MARILYN MAHER �^ ASSESSORS MAP 14 PROPOSED DREDGE PROPOSED OVERDIG �Q / PARCEL 26 #42 SCALLOP ROAD 0 �O ASSESSORS MAP 14 PARCEL 45 #33 COVE ROAD ii SECTION BB SCALE: 1"=20' HORIZONTAL 5 1"=2' VERTICAL 0 -P 61 SECTION CC SCALE: 1"=20' HORIZONTAL 1"=2' VERTICAL -5 EXISTING WALL 1. THE INFORMATION DEPICTED ON THIS < PLAN WAS A RESULT OF A HYDROGRAPHIC SURVEY PERFORMED ON MAY 25, 2010 BY THE BSC GROUP, INC 7 2. THE ELEVATIONS ON THIS PLAN ARE ON THE Mi DATUM. 3. THE PIERS AND FLOATS DEPICTED OP THIS PLAN WERE COMPILED FROM PLAN! BY OTHERS. ISSUED FOR PERMITTING NOT FOR CONSTRUCTION i \ B-4 1 . 1 MATERIAL UNSUITABLE FOR BEACH NOURISHMENT MOORING BASIN 12,760±S.F. DREDGE DEPTH 10 -4.0 MLW=701 C.Y. PAY DEPTH TO -5.0 MLW=457 C.Y. TOTAL D EDGE VOL.=1,158 C.Y. 6-5 I � f I I 1 I 1 1 .I 1 i 1 /APPROVE pREICENSEiA #12624 N/F HELEN R. WILSON ASSESSORS MAP 14 PARCEL 44 #31 COVE ROAD o MO�NG MOORING "--MOO ji�NG Gia �9 N/F IRENE BRINKMAN ASSESSORS MAP 14 PARCEL 34 #28 QUAIL LANE N/F CHLECK JOURNEYS END CORP. Q ASSESSORS MAP 14 PARCEL 27 #24 SCALLOP ROAD O 1 SEE EXISTING LICENCES & PERMITS 1.) CHANNEL DREDGING #3622 2.) BRINKMAN DREDGE #577 LICENCE #12624 3.) DISPOSAL 79W-0026, NEDOD 12-11-79--130 � �� CRAIG A. FIELD DATE PROFESSIONAL LAND SURVEYOR PLAN TO ACCOMPANY A NOTICE OF INTENT (NOI) FOR TIMOTHY GRIMES TO MAINTAINENCE DREDGE 2,858± C.Y. OF MATERIAL IN AND OVER THE WATERS OF SALT POND (LEWIS BAY), WEST YARMOUTH, MA. BARNSTABLE COUNTY PROPOSED CONDITIONS OCTOBER 27, 2010 NO. DATE DESC. PREPARED FOR: TIMOTHY GRIMES, ET AL 33 COVE ROAD WEST YARMOUTH, MA 02673 BSC� F GROUP 1 349 ROUTE 28 UNIT D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2010 BSC Group, Inc. SCALE: 1" = 20' 2TTT5mwm WI 0 10' 20' 40' rEcr FILE: 9402-HYD3.DWG DWG. NO: 5950-04 SHEET 1 OF 1 JOB. NO: 49402.00